A seven-node superparametric infinite element model for simulating semiinfinite plane elastic foundation is presented and the fundamental principles and formulas of the model are described.
本文提出一种七节点超参无穷元用于模拟半无限平面弹性地基的计算方法。
A seven-node superparametric infinite element model for simulating semiinfinite plane elastic foundation is presented and the fundamental principles and formulas of the model are described.
本文提出一种七节点超参无穷元用于模拟半无限平面弹性地基的计算方法。
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